[1 ]Spatial distribution of excavation induced damage zone of high rock slope.Int J Rock Mech Min Sci,2013, 64(12): 181–191

[2 ]Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting.Rock Mech and Rock,2013, 46(6): 859–875

[3 ]Comparison of Blast-Induced Damage Between Presplit and Smooth Blasting of High Rock Slope.Rock Mech and Rock Eng,2014, 47: 1307–1320

[4 ]Safety distance for secondary shotcrete subjected to blasting vibration in Jinping-II deep-buried tunnels.Tunn Undergr Space Technol,2014, 43: 123–132

[5 ]A new way for dynamic stability analysis of rock slope under.Can Geotech J,2014, 51(4): 441–448

[6 ]An equivalent simulation method for whole time-history blasting vibration.Rock Fragmentation by Blasting,2013: 473–481

[7 ]Dynamic response of rock mass induced by the transient release of in-situ stress.Int J Rock Mech Min Sci,2012, 53: 129–141

[8 ]An introduction to Chinese safety regulations for blasting vibration.Environ Earth Sci,2012, 67: 1951–1959

[9 ]Blasting vibration control based on whole time-history response prediction of high rock slope.Rock Fragmentation by,2013: 753–761

[10]Comparison of Vibrations Induced by Excavation of Deep-Buried.J Cent South Univ Technol,2011, 18(5): 1709–1718

[11]An Equivalent Method for Blasting Vibration Simulation.Simulation Modelling Practice and Theory,2011, 19(9): 2050–2062

[12]A study of excavation sequence and contour blasting method for underground powerhouses of hydropower stations.Tunn Undergr Space Technol,2012, 29: 31–39

[13]基于小波变换时-能密度分析的爆破开挖过程中地应力动态卸载振动到达时刻识别.岩石力学与工程学报,2009, 28(S1): 2836-2844/9

[14]地应力对爆破过程中围岩振动能量分布的影响.爆炸与冲击,2009, 29(2): 182-188/7

[15]水电工程爆破振动安全判据及应用中的几个关键问题.岩石力学与工程学报,2009, 28(8): 1513-1520/8

[16]基于TBM掘进参数和渣料分析的岩体质量指标辨识.岩土工程学报,2008.30(12): 1847~1854

[17]初始地应力场对钻爆开挖过程中围岩振动的影响研究.岩石力学与工程学报,2008.27(5): 1036~1045

[18]雷管延期误差引起的爆破震动叠加问题的遗传算法研究.岩土力学,2008.29(7): 1900~1904

[19]开挖卸荷的瞬态特性研究.岩石力学与工程学报,2008.27(11): 2184~2192

[20]非均匀应力场中爆破开挖时地应力动态卸载所诱发的振动研究.岩石力学与工程学报,2008.27(4): 773~781

[21]水电工程大型地下洞室群施工通风系统数值计算.水力发电学报,2007，26（2）：108-113

[22]高地应力条件下隧洞开挖动态卸荷的破坏机理初探.爆炸与冲击,2007，27（3）：283-288

[23]高地应力条件下隧洞开挖诱发围岩振动特征研究.岩石力学与工程学报,2007,26(s1):3329-3334

[24]Elasto-plastic Analysis of Circular Tunnels in Jointed Rock Masses Satisfy the Hoek-Brown Failure Cr.Journal of China University of Mining and Technology,2007,17（3）： 393-398

[25]大型地下厂房岩锚梁爆破安全控制标准研究.岩石力学与工程学报,2006，25（3）：499-504

[26]廊道和库水对三峡围堰爆破拆除效果影响的数值模拟.爆炸与冲击,2006，26（2）：183-185 

[27]岩石中柱状装药爆炸能量分布.岩土力学,2006，27（5）:735-739

[28]爆破破岩过程中的动态缷载效应探讨.岩石力学,24(6)：969-973

[29]钻孔爆破中环向裂纹形成机理的研究.工程爆破,2003(3)：7-11

[30]临近岩石高边坡开挖轮廓面的爆破设计方法.岩石力学与工程学报,2003.22(12)：2052-2056